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    Characteristics of Latex-Modified Bitumen Prepared via Foaming Technique Using Water and Diluted Methanol

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007::page 04021166-1
    Author:
    Guo Tai
    ,
    Mohd Rosli Mohd Hasan
    ,
    Hainian Wang
    ,
    Sharvin Poovaneshvaran
    ,
    Ashiru Sani
    ,
    Muhammad Khuzaimi Aziz
    DOI: 10.1061/(ASCE)MT.1943-5533.0003794
    Publisher: ASCE
    Abstract: The ability of latex to notably improve the performance of asphalt pavements has established the material as a favorable modifier in asphalt systems. However, the high viscosity of latex-modified asphalt (LMA) binders significantly increases the production temperature of asphalt mixtures. One effective way to resolve this problem is by employing foaming technology, which was investigated in this study. Diluted methanol was used as a foaming agent due to its lower boiling point and energy consumption compared with water. Asphalt binder of penetration grade 60/70 was utilized as the binding agent. Latex accounted for 6% of the total weight of the asphalt binder. In this study, 1% water and 3% diluted methanol were added as foaming agents. The basic and rheological properties of asphalt binders were examined via different tests, for example, softening point, decay curves, rotational viscosity, torsional recovery, and dynamic shear rheometer. The findings showed that the presence of latex contributed to higher softening point, viscosity, elastic property, and rutting resistance to improve the pavement durability. The foaming agents (water or diluted methanol) decreased the viscosity and improved the expansion ratio producing better workability and aggregate coating during mixture production.
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      Characteristics of Latex-Modified Bitumen Prepared via Foaming Technique Using Water and Diluted Methanol

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270098
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    contributor authorGuo Tai
    contributor authorMohd Rosli Mohd Hasan
    contributor authorHainian Wang
    contributor authorSharvin Poovaneshvaran
    contributor authorAshiru Sani
    contributor authorMuhammad Khuzaimi Aziz
    date accessioned2022-01-31T23:38:55Z
    date available2022-01-31T23:38:55Z
    date issued7/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003794.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270098
    description abstractThe ability of latex to notably improve the performance of asphalt pavements has established the material as a favorable modifier in asphalt systems. However, the high viscosity of latex-modified asphalt (LMA) binders significantly increases the production temperature of asphalt mixtures. One effective way to resolve this problem is by employing foaming technology, which was investigated in this study. Diluted methanol was used as a foaming agent due to its lower boiling point and energy consumption compared with water. Asphalt binder of penetration grade 60/70 was utilized as the binding agent. Latex accounted for 6% of the total weight of the asphalt binder. In this study, 1% water and 3% diluted methanol were added as foaming agents. The basic and rheological properties of asphalt binders were examined via different tests, for example, softening point, decay curves, rotational viscosity, torsional recovery, and dynamic shear rheometer. The findings showed that the presence of latex contributed to higher softening point, viscosity, elastic property, and rutting resistance to improve the pavement durability. The foaming agents (water or diluted methanol) decreased the viscosity and improved the expansion ratio producing better workability and aggregate coating during mixture production.
    publisherASCE
    titleCharacteristics of Latex-Modified Bitumen Prepared via Foaming Technique Using Water and Diluted Methanol
    typeJournal Paper
    journal volume33
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003794
    journal fristpage04021166-1
    journal lastpage04021166-11
    page11
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007
    contenttypeFulltext
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